| Issue |
E3S Web Conf.
Volume 164, 2020
Topical Problems of Green Architecture, Civil and Environmental Engineering 2019 (TPACEE 2019)
|
|
|---|---|---|
| Article Number | 03037 | |
| Number of page(s) | 15 | |
| Section | Energy Efficiency in Transportation | |
| DOI | https://doi.org/10.1051/e3sconf/202016403037 | |
| Published online | 05 May 2020 | |
Span operational aspects under offsetting the axis of the track panel
1 Russian University of Transport (MIIT), Chasovaya str. 22/2, Moscow, 125190, Russia
2 Far Eastern Federal University, Sukhanova St., 8, Vladivostok, 690091, Russia
* Corresponding author: shishkinaira@inbox.ru
The stress-strain state of a small railway bridge with a beam design is considered in the article for the case of offsetting the track panel axis relative to the bridge axis by the value exceeding the limit determined by regulatory documents. The differential equation is considered in the analytical calculation of the behavior parameters and the state of the span under the action of the load. This equation describes the vertical vibrations of the beam and allows considering them as a combination of forced and free vibrations. In numerical modeling, the finite element method is used as the solution procedure. Determining equations of the method contain linear and angular displacements of nodes in the model as unknowns. As a result of the calculations, graphical dependences for normal and horizontal displacements, internal forces, principal and equivalent stresses at various points of the span are obtained. Values are presented that show an increase in bending and torsional forces, as well as in principal stresses when the axis of the railway track is displaced relative to the bridge axis.
© The Authors, published by EDP Sciences 2020
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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